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40 40 ---- 8-20 137 LL Light brown silly CLAY, moist 17 <br /> 45 45 - - 1023 1 45 ML Reddish brown clayey SILT,moist 420 <br /> 5o 50 ---- 1522 150 SP Light brown medium dense fine SAND nonraded <br /> g mast 13 <br /> -55 55 --- 1021 201 ML Light brown medium stiff, clayey SILT with fine sand, moist 37 <br /> -60 60---- 1050 208 SP Light brown fine SAND, non graded, moist 43 <br /> -65 65- - 11 14 221 SP Light brown fine SAND non graded, moist 21 <br /> 69-� 11 14 230 SP/ML Light brown clayey SILT, moist wdh fine sand Groundwater p <br /> 70 -7o-- encountered at 69 ft <br /> >1,000 <br /> 73 300 Total depth of borehole = 73 ft Backfilled w mte grout See at top <br /> _ Table 3 for details of bore <br /> -75 �C,��AE� �al pn <br /> 4$18 <br /> 80 <br /> r <br /> 85 F CA'Nr 0e, <br /> 90 <br /> cJ 89/71 51 1 L <br />